机译:非饱和膨胀土的结构损伤模型及其在膨胀土边坡多场耦合分析中的应用
Logistic Engineering Univers ity Chongqing 400041 P. R. China;
Navy University of Engineering Wuhan 430033 P. R. China;
Key Laboratory for the Exploitation of Southwestern Resources and the Environmental Disaster Control Engineering Ministry of Education Chongqing University Chongqing 400044 P. R. China;
unsaturated expansive soil; elasto-plastic damage constitutive model; consolidation; soil slope; raining; evaporating; numerical analysis;